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HomeMy WebLinkAboutCO & DOCS - 04-00422 - Paul Mitchell Beauty School�t CITY OF g - EXBUR-G 7•petfSNE��� AMERICAS FAMILY COMIrMUNI rY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400422 1ni Pwildfq Cods ZM5 y5-7 May-Ob _ poL,0 "0 j 5eav4y Scko f - rypc. v N I k mpraw 5 eS y-ts Futures Of Idaho Inc 430 W Hwy 26 Blackfoot, ID 83221 Futures Of Idaho Bttsf ' A Oniply This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance Wth the requirements of the code for the group and division of occupancy and the use for Mich the proposed occupancy vies classified. Date C.O. Issued: October 17, 2005 (01:35PM) C.O Issued by: Y Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department: Fire De State of Idaho Electrical Department (208- 356- 4830): 0400 PERMIT # Paul Mitchell Beauty School Building P ,A Lk L /h(� -� � k E L 1 _. B E A U y Z _600L PARCEL NUMBER: R P R L-) S T AT DO 0 010 SUBDIVISION: P[0fJ V t A a:G UNIT# BLOCK# LOT# OWNER: FL rrLA P2 E S OF, t DA KCE CONTACT PHONE # _ - 7 0 c( — 6 S - .3 1 - 7 0q - 6 8 OZ PROPERTY ADDRESS: PHONE #: Home ( Work ( Cell ( OWNER MAILING ADDRESS: 4 30 W 1J l W A a b CITY: j3 k FT STATE: 1 A ZIP: V32 2 1 2 APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT 43 o W hl i w hy a t, CITY: 13 t= T STATE; I :b _ ZIP _ Z 3 Z PHONE #: Home ( ) Work ( ) Cell ( ) CONTRACTOR: u T Lt R ES i D• PHONE: Home# Work# Cell# MAILING ADDRESS: CITY STATE ZIP How many houses are located on this property? Did you recently purchase this property? No 50f yes give owner's name) ''E i Jlc Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: 0 old. $A 6 j2 C: I A- L 13 u i L D 1 el (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that.any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started wilkm 180 days. Permit void Kwork stops for 180 days. N Signature of Owner/ �/ i2 U 04 DATE WARNING — BUILDING AE"HT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application ** * *Building Permits are void if you check does not clear ** NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Front Footage (if applicable) Parcel Acres: Permit# SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area 13 Second floor/loft area Third floor /loft area Shed or Barn Remodel (Need Estimate) $ PLUMBING r PLUMBERS NAME H L L S `p 1M $ 1 0 (� ADDRESS CITY STATE ZIP PHONE ( FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT HEAT (Circle all that apply )a Oil jsa-1 j 3 3 is SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER SIZE�� Coal Fireplace Electric Commercial Buildings & Apartme with 3 or more units Onl BUILDING ESTIMATE n. Q PLUMBING ESTIMATE j STORM WATER LENGT - FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS UNITS NON CENSUS OCCUPANCYIOAD EXITS SETBACKS FRONT SIDE SIDE Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area CONSTRUCTION ROOF SANITATIONMETHOD_ HEAT FLOOD ZONE FENCE TYPE OCCUPANCY / BACK 2 - Please complete the entire Application! If the uestion does not apply fill in NA for non applicable NAME PROPERTY ADDRESS Permit# © 4 00 q a SUBDIVISION Dwelling Units: SETBACKS FRONT SIDE SIDE BACK Front Footage (if applicable) Storm Water Length SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Second floor /loft area Third floor /loft area Shed or Barn Remodel (Need Estimate) $ Water Meter Count: Water Meter Size: PLUMBING 9F_4T +(tU- Plumbing Contractor's Name: usiness Name: t t ccf (`vvA15f^* Address �:J j o U N D E j LN 4-rAft u, i h 4b34y4 State Zip 5500 Contact Phone: ( ) 5 9 - 9 -?1 Business Phone: ( ) 2) - S-5 15 — sz r ' 9 '7 l y FIXTURE COUNT (including roughed fixtures) Clothes Washing Machine Sprinklers Dishwasher Tub /Showers Floor Drain Toilet/Urinal Garbage Disposal Water Heater Hot Tub /Spa Water Softener Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $ d TOO (Commercial Only) Signature of L censed Contractor License number Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho Parcel Acres: Unfinished Basement area Finished basement area Garage area Carport/Deck (30" above grade)Area 0 Plan Checklist for the 2003 International Building Code Name of Project: oy oo4-1Zz USE AND OCCUPANCY 1. Classification as per Sections 302.1 & 303 thru 312 OGC • D�-G 2. Incidental use areas see Table 302.1.1 7 Mer-µ F-oom? 3. Identify if mixed occupancy exists. Yes or No If no then skip #3 below. Accessory Space (10% or under) Nonseparated Mixed Occupancy as per Section 302.3.1 x cQust5 Separated Mixed Occupancy as per Table 302.3.2 Identi on p ans ire er Wa Us and/or Horizontal Assemblies including the rating 3. If Assembly Occupancy xists, is it 750 s . ft. or less as per Section 303.1 or less than 50 occupants as per Section 303.1.1 ALO / 7 IS SJ & &e5u- 4. Covered Malls, see Section 402. Atriums see Section 404. Underground Buildings see Section 405. Motor Vehicle Occupancies, see Section 406. I -2 Occupancies see Section 407. I -3 Occupancies see Section 408. Motion Picture Projection Rooms see Section 409. Stages and Platforms see section 410. Special Amusement Buildings see Section 411. Aircraft Related Occupancies see Section 412. Combustible Storage see Section 413. Hazardous Materials see Section 414. H- Occupancies see Section 415. Application of Flammabl finishes see Section 416. Drying Rooms see Section 417. Organic Coatings see Section 418. HEIGHT AND AREA 1. Area, First Floor _ J ��?� , Second Floor , Third Floor 2. Area meets requirements as per Table 503. (Basements need not be included as per Section 503.1.1) Yes Nol 3. Height meets requirements as per Table 503. Yes X No 4. Buildings on same Lot? Y s No X If no then skip #5 below. // 5. Regulated as Separate or Regulated as one Building as per Section 503.1.3 ✓y/1L 6. Height modified as per Section 504. Yes No x If yes , sprinklers are required. 7. Area modified as per Section 506. Yes No If yes use the area provided below to calculate increase. -- � p ©� A- 75_ -3 Total Area Allowed after Increase 265 Area Shown on Plans ✓�' 8. Zero Lot Line Buildings see tion 705. For Me zzanin es see Section 505. Unlimited Area Buildings see Section 507. TYPES OF CONSTRUCTION AND FIRE RESISTANCE. , / 1. Identify the Type of Construction as per Section 602 V ,I 2. Check allowable material for Type I and II buildmi as per Section 603 .4 3. Table 601 - Identify Building Element Ratings A 4. Table 602 - Identify the Fire Resistance Ratings of Exterior Walls 'X 5. Check Openings in Exterior Walls for compliance with Table 704.8.(If sprinklered, see Section 704.8. 1) X 6. Projections meet requirements of Section 704.2 7. Check for window vertical exposure from roof below as per Section 704.10 p '{ 2,- 8. Check that Parapets are not required as per Section 704.11 X 9. Are Firewalls used or req ' ed? Yes No x If no, skip #10 below. 10. Check Firewalls r /heck Stability Fire Resistance Rating as per Table 705.4 Made of Nonco us erials(except Type V) Horizontal Continuity Vertical Continuity Exterior Walls as per Section 705.5.1 Extend to Horizontal Proje t nts as per Section 705.5.2 Openings (no windows) as per Section 705.8 that Penetrations meet requirements of Section 712 Ducts and Air Transfer Openings in Firewall meet requirements of Section 705.11. 11. Are Fire Barriers used or required? (as required by table 302.3.2) Yes No If no skip #12 below. 12. Check Fire Barr' i structural stability as per Section 706.4. Openings limited to 25% of wall. M ning size of 120 sq. ft. (unless sprinklered) Check that Penetrations m t irement s of Section 712. Ducts and Air Transfer Openings meet the requirements of tion 712 and 716. 13. Are Shaft Enclosures used or required? Yes No If no then skip #14 below. 14. Shaft Enclosures meet the requirements of Section 707 15. Are Fire Partitions used or required? Yes No X If no then skip #16 below. 16. Check Fire Partitions for S c A71 ' lity and Continuity as per Section 708.4. Dwelling units that are sprinklered o r. separations versus 1 hr. Check that Penetrations meet the requ e s ction 712. Ducts and Air Transfer Openings meet the requirements of Sectio 2 17. Fire Rated Ceiling Panels meet requirements as per Section 711.3.1. 18. All Pen etratio Jr Fire Resistive Walls and Horizontal Assemblies meet the requirements of Section 712. 19. Fire Resistive Joint Systems meet the requirements of Section 713. & // ll 20. Doors and Shutters in Fire Resisti a Assemblies meet the requirements of Table 715.3.k 21. Fire Doors are Self Closing.-NJA 22. Fire Windows or Glazing conform to Section 715.4 and able 715.4._ 23. Fire and Smoke Dampers conform with Section 716. 24. Fire Blocking and Draft Stopping is provided as per Section 717X (Draft Stopping is not required at partition line in dwelling units with combined space of less than 3000 Sq. Ft and not required if in sprinklered building with sprinklered concealed spaces) 25. Wall and Ceiling Finishes meet the requirements of Table 803.5 and Section 803.Mo7w 26. Floor Finish meets requirements of Section 804 FIRE PROTECTION SYSTEM 1. Is a Fire Protection System required for this building in order to meet area, height etc. requirements? Yes ?q No If no skip #2 below. 2. List the type of system that is required I y A- 1 . 3 3. Other requirements requiring Fire Protection Systems (check if needed): Group A (As per Section 903.2.1)_ Group E (As per Section 903.2.2} Group F -1 (As per Section 903.2.3) Group H (As per Section 903.2.4) Group I (As per Section 903.2.5) Group M (As per Section 903.2.6) Group R (As per Section 903.2.7) Group S -1 (As per Section 903.2.8) Group S -2 (As per Section 903.2.9) All Buildings except R -3 and U (As r Section 903.2.10) Ducts conveying Hazardous Exhau (As per Section 903.2.12.1) Commercial Cooking Operations ( per Section 903.2.12.2) As per Table 903.2.13 , J 4. If Sprinklers needed as identified in #3 list type of system required. �V �' 5. If Sprinklers required by any of the above, Are Monitors and Alarms provided as per Section 903.4? ) 6. If an Alternati a Automatic Fire Extinguishing System is identified, does I meet the requirements of Section 904 ? 7. Are Fire Alarms required as per tions 907 or 908? Yes No if no then skip #8 below. L A�pl 'I 8. Do Alarms meet the requirements listed in Sections 907 or 908? 9. Is smoke control required ?(as per Sections 402, 404, 405 or 410) Yes No If yes, see Sections 909. 10. H Occupancies may require smoke and heat vents as per Sections 415.6 and 410. MEANS OF EGRESS 1. Minimum height of 7'as per Section 1003.2. 2. Any protruding objects meet the requirements of Section 1003.3. 3. The occupant load shown on plans-LX 4. The occupant load as per calculated by Table 1004.1.2. -539 5. Occupant load posted in every assembly occupancy as per Section 1004.3._ 6. Egress width is identified on plans. /K „ 7. Egress width meets requirements as calculated per Table 1005.1. e 0.7 X,�Q 8. Multiple means of egress sized so that the loss of any one means of egress shall not reduce the available egress capacity to less than 50% of total required. 9. Door encroachment does not reduce the required egress width to less than 50% required._ 10. Means of egress is illuminated as per Section 1006._ALV 11. Illumination emergency power is shown for means of egress as per Section 1006.3.L0 12. An enclosed exit sta is shown. Yes No� if no, skip #13, #14 and #15 below. 13. Enclosed sta' a area of refuge(as per Section 1007.6) or is sprinklered. 14. Area of refuge communications, instructions and is identified as per Sections 1007.6.3, 1007.6.4 and 19.h J 15. Door clear widths are a minimum of 32 ". Except as allowed by exception of Section 1008.1.1. 16. Doors swing in the direction of travel where serving 50 or more persons or in a H occupancy. 17. Specialty doors meet the requirements of 1008.1.3 18. All egress doors have a landing on both sides as per Sections 1008.1.4 and 1008.1.5. 19. Thresholds are idgntified as a maximum of 1 /2 " high, for swing doors and 3 /4" for sliding doors as per Section 1008.1.6. 20. Space between two doors is less than 48 "(except R2!&R3 non Type A units). 21. Locks and latches meet requirements of 1008.1.8. X 22. Panic hardware is shown at required loca�ti ns (Section 1008.1.9) 23. Does a stairway exist. Yes No ' If no, skip #24 thru #28. 24. Stairway doors do not open over staiftrpeac 25. Stairways are a minimum of 44" widwhere occupant load is 50 or less or as per Section 1009.1). 26. Maximum riser is 7 inches and mini is 11 inches. 27. A landing is provided at the top and each stairway. 28. Maximum vertical rise without a lan'. 29. Handrails are identified that meet the ents of Section 1009.11. 30. Handrails return to wall, etc. or are c to next stair handrails 31. Elevation change of over 1/20 is deli ramp as per Section 1010 32. Exit signs are identified when over 2 doors are required for exiting. �� 33. Exit signs are spaced no more than 100' apart or to the door.kp-k 34.42" guardrails are shown whenever a walking surface is over 30" above grade.' 35. Any roof mechanical equipment within 10' from edge has a guardrail shown.y J 36. Egress does not pass through intervening spaces unless the space is accessory to the area served and the intervening space is not hazardous. A 37. If multiple tenant spaces exist, egress from any one does not pass through another. - 38. Length of egress travel does not surpass requirements as per Section 1013.3. 39. Required egress aisle adjacent to tables shall comply with Section 1013.4.2._ 40. S paces with one means of egress meet the following maximum occupancy loads: a. Occupancy A,B,E,F,M & U - 50 occ. b. Occupancy H -1, H -2, & H -3 - 3 occ. C. Occupancy H -4, H-5,1-1,1-3, I -4, & R -10 occ. d. Occupancy S - 30 occ. 41. Where two or more exits are required, they are a minimum of 1 /2 the diagonal distance of the spa served apart or where the space is served by an automatic sprinkler system, the distance is 1 42. If boiler or furnace rooms over 500 sq. ft. with btus over 400,000, two exits are provided. 43. Refrigeration machinery rooms and refrigerated rooms oyeerr 1000 sq. ft. have two exits. 44. Stage means of egress comply with Section 1014.6._AZI 45. Exit Access travel distance meets requirements of Table 1015.1._ 46. Exterior exit balconies constructed in accordance with Section 1015.1 have 100' added to their travel distance. 47. Corridors are rated as per Table 1016.1. SPrw�c C 48. Corridor widths meet requirements of Section 1016.2. 49. Corridor dead ends are less tan 20' or 50' for sprinklered occupancies B and F. 50. Corridor not used as plenum unless in a tenant space of less than 1000 sq. ft._2< 51. The minimum number of exits for occupant load meets the following: X 1 -500 requires 2 exits 501 -1000 requires 3,�� More than 1000 requires 4 exits 52. Buildings with one exit meet the requirements of Section and Table 1018.2. /N /A q 53. Interior stairwells required as a means of egress meek the requirements of Section 1019,61 - 54. Space under stairs is identified as 1 -hour rated._ZLQ 55. Exterior ramps or stairs are open p one side and have a minimum of 35 sq. ft. of open space not less than 42" above any floor level/ 56. Exterior ramps and stairways are protected from the inside of building as per Section 1022.6.�l�' 57. Exterior balconies, stairways and ramps are over 10' from 1 t lines and other buildings on the l0�/ 58. Egress courts meet the requirements of Section 1023.5 /, 59. Assembly occupancies meet the requirements of Section 1024. 60. Window egress or better is provided in every sleeping room and any habitable basement. - Y /A7 ACCESSIBLITY 1. An accessible route connects all accessible buildings, accessible facilities, accessible elements, accessible spaces and the public right -of- way(except as excepted by Section 1104). 2. In addition to the required accessible entrances, 50% of all public entrances are accessible._ALcy 3. Accessible parking is provided as per Table 1106.1. X 4. 10% of hospital out patient parking is accessible and 20% of rehab or physical therapy. 5. Van spaces are provided.(one out of six and any portion) ? 6. Accessible parking is provided on shortest route from accessible parking to the accessible building entrance. X' 7. Group I occupancies meet accessibility requirements asset forth in Section 1107.5. N�/L 8. Group R -1 occupancies meet the requirements of Section 1107.6 and Table 1107.6.1.1.1& 9. Where 4 or more apartment units, one level town homes or condos are located in one structure, all units are designed�as Type B units as per ICC /ANSI 117.1 unless on a upper level without elevator service. Al / 10. Where more t 20 apartment unit, one level town homes or condos are located in a project, 2% but not less than one are designed as Type A units as per ICC /ANSI 117.1. 11. Wheelchair spaces (and companion seat as per Section 1108.2.5) are provided in Assembly Occupancies as per Table 1108.2.2.1. X 12. Assistive listening systems are provided in Assembly c�# ancies where audible communications are integral to the use of the space/ 13. Any Assembly occupancy performance area has an accessible rout as per Section 1108.2.8. - �A 14. Any dining area in an Assembly Occupancy is fully accessible. Z 15. Self service storage facilities shall provide accessible spaces as per Section 1108.3. 16. Toilet and bathing facilities are accessible(unless in a private office)as per ection 110 X_ 17. Unisex toilets and bathing rooms are supplied as per Section 1109.2.1 18. Where sinks are provided, 5 %, but not less than 1 is accessible._ 19. Where a kitchen or kitchenette is provided, it is accessible(unless in Type B dwelling). 20. Storage cabinets, lockers, etc. one of each type is accessible as per Section 1109.8. INTERIOR ENVIROMENT AND ENERGY CONSERVATION 1. Attic ventilation exists that is 1 /150 of the floor spacp or 1/300 with vapor barrier. 2. 50% of the attic ventilation is 3 ft. above eaves 3. ' Crawl space ventilation complies with Section 1203.3._ 4. Natural ventilation (windows, doors, louvers etc.) is a minimum of 4% of floor space._90 5. Interior spaces that do not have openings directly to outside meet requirements of Section 1203.4.1 6. Bathrooms containing bathtubs, showers or spas are mechanically vented. 7. Natural or Artificial light is provided that meets the requirements of Section 1205._ 8. Courts shall meet the requirements of Section 1206.3. 9. Dwellings parry walls and floors meet the requirements of Section 1207. 10. All habitable rooms shall be a minimum of 7' wide, and a minim of 70 sq. ft. in area. 11. Dwelling units(except Section 1208.4 efficient units) have one habitable room of 120 sq. ft./,/- 12. All ceilings are a minimum of 7'6" with no more than 1/3 at 7'0 ". '*'<'' 13. Attics and crawl spaces have access openings as per Section 1209 14. An energy review has been submitted that meets the requirements of the International Energy conservation code.-AR-TICP EXTERIOR WALLS AND ROOFS 1. Exterior Wall Vapor retarder provided unless another approved means to avoid condensation and leakage has been provided 2. Water resistant barrier shown on sheathing as per Section 1402.2. 3. Masonry veneer is flashed at bottom and has weep holes. �( 4. Masonry veneer shall be mechanically attached as � ection 1405.5. 5. Stone Veneer is anchored as per Section 1405.6 6. Sidings shall be applied as per Section 1405 7. Fire separation distance for combustible vene rs(siding) meet that of Table 140 .2.1.2. 8. Balconies that protrude shall meet the requirement of Table 601 for floors 9. Metal Composite Materials(MCM) shall meet the requirements of Section 1407. 10. Roof coverings meet the requirements of Table 1505.1. Y 11. Double underlayInent is provided in asphalt roofs with minim slope of 2:12 up to and including a 4:12 slope._44 12. An ice dam membrane (one continuous sheet or two sheet cemented together) fo p all asphalt roofs is provided from the roof edge to 24" inside of the insi e of the exterior wall.4 13. Drip edge metal is provided along all roof edge._� 14. Metal roofs meet the requirements of Section 1507.4 15. Built -up roofs meet the requirements of Section 1507.10. 16. Single Ply Plastic Roofing meet requirements of Section 1507.12 d 1507.13. 17. All other roofing types meet the requirements of Section 1507.N& STRUCTURAL DESIGN AND SPECIAL INSPECTIONS 1. Structural Use Group (as per Table 1604.5) .:Ir 2. Structural documents for light frame wood buildings as per chapter 23 include floor roof and live loads�d snow load, basic wind speed, wind exposure, seismic design category and site class. 3. All plans except as described in #1 above shall include the following: a. Floor live load including any reductions. X b. Roof live load as per Section 1607.11.X C. Roof Snow load, including the flat roof snow load, the snow exposure factor, the snow load importance factor and the thermal factor. >O d. Wind design data, including basic wind speed, wind importance factor with building category, wind exposure, applicable internal pressure coefficient and the design wind pressure used for the design of components and cladding. e. Earthquake design data including seismic importance factor, seismic use group, mapped spectral response accelerations, site class, spectral response coefficients, seismic design category, basic seismic- force - resisting systems, design base shear, seismic response coefficients, response modification factors and the lysis procedure used.p 4. Flood zone is identified(if in flood zone see Section 1603.1.6) 5. Design of floor live loads in access of 50 lbs per sq. ft. also identify that signs must be posted. 6. Structural design calculations meeting the requirements of chapter 16 have been provided._oeD , 7. Architectural, mechanical and electrical components meet the seismic requirements of Section 1621. "C 8. Where special fabrication (usually steel) is performed off sight, the fabricator has provided a certificate of compliance as per Section 1704.2.2. X 9. Special inspections are identified for welding. ) C 10. Special inspections are identified for high strength bolting. 11. Special inspections are identified for concrete construction except as excluded by Section 1704.4. 12. Special inspection are identified for masonry as per Section 1704.5. 13. Special inspections are identified for fills greater than 12" deep where load is applied. 14. Special inspections are identified for all pier and pile foundations. 15. Special inspections are identified for sprayed on fire resistance ap hcations. 16. Special inspections are identified for smoke control systems 17. Quality assurance plan for seismic resistance is provided (excep ) for design light frame as per chapter 2308 or reinforced masonry less than 25 feet high)_ A 18. Special inspections are provided for seismic force resisting systems. 19. Structural observations as per Section 1709 are identified for structures in Seismic Use Groups II or IIL SOILS AND FOUNDATIONS 1. Allowable soil foundation bearing pressure (as per Table 1804.2). 2. Soil investigation meets the requirements of Section 1802.2. 3. Grading is a minimum of 2% for concrete or asphalt surfaces or 5°/ f,,?r natural surfaces.4. Information provided as per Section 1803.5 for any structural fill.� 5. Footings (except for 1 story category 1 buildings no bigger than 400 sq. ft.) are 36" below grade for frost protection. 6. Buildings on or adjacent to greater than 3/1 slopes meet requirements of Section 1805.3. 7. Top of foundation is a minimum of 12" above the adjacent street gutter (unless a drainage path is identified and approved by the building official)._ 8. Footings designed so that the allowable bearing capacity of the soil is not exceeded. 9. Foundation meets the requirements of Section 1805.5 (including tables 1805.5j. 10. Except for Group R and U occupancies of light framed construe of � / seismic design D and less than 3 stories in hieght, concrete is a minim of 3000 p.s.i..A1 1� 11. Retaining walls are designed with a lateral sliding and overturning factor of safety of 1.5. 12. Foundati auiage system or water - proofing (Section 1807.3) is provided where water table warrants 13. Damproofmg shown under slabs as per Sectio 1807.2.1. 14. Damproofmg shown for foundation walls. 15. Minimum of 4" of gravel is shown under a s abs. 16. Foundation dr in is installed (except in well- drained gravel areas) as per Section 1807.4.2 and 1807.4.3.__E 17. Piles meet requirements of Section 1808, 1809, 1810 and 1811.� 18. Piers are a minimum of 2' wide and meet requirements of 1808.2.23. and 1812.444�- CONCRETE and MASONRY 1. Construction documents show compressive strength of concrete, strength or grade of reinforcement and the size and location of reinforcement.)( 2. Structures assigned to Seismic Design Category D contain a statement identifying if slab -on -grade is designed as a structural diaphragm. 3. Concrete exposed to freezing weather has air entrainment as per Table 1904.2.1 and meets the requirements of Section 1904.2.2 and Tables 1904.2.2(1) and 1904.2.2(2). 4. Masonry shear walls are provided in both directions so that their cumulative dimension in each direction is a minimum of 0.4 times the long length of the building (as per Section 2109.2.1.2). 5. Floor and roof diaphragm width to lengt Iyratios for masonry buildings meet Table 2109.2.1.3.(Empirical Design Only) 6. Masonry wall ja� eral support is identitied in engineering documents or empirically by Table 1. 2109.4. `! 7. Masonry thickness of bearing walls for one story is a minimum of 6" and 8" for two story buildings as per Section 2109.5.2. 8. Masonry foundation walls meet all of the requirements of Section 2109.5.6._ Page 1 of 2 JaNell Hansen From: Natalie Powell Sent: Monday, March 05, 2007 2:08 PM To: JaNell Hansen Subject: FW: C/O From: FOI [mailto:foi @ida.net] Sent: Monday, March 05, 2007 1:47 PM To: Natalie Powell Subject: RE: C/O Natalie, Thank you for the attached information. I am going to list a few items to make sure that I understand what is going on. Will you please respond to this e -mail. 1. The final CO has not been issued on Pioneer Village Subdivision, Project the Paul Mitchell School due the fact that there was grass installed where sidewalks were to be according to the plan submitted to the City of Rexburg. 2. The actual building has no issues that would keep the building from being occupied with a temporary CO. 3. The only item that has not been signed off on the final CO is the sidewalk issue. 4. The sidewalks have to be installed no later then May 31, 2007. 5. We have the same issues at the Pioneer Village Strip mall? The Hair Academy (Paul Mitchell) School has been occupied from August 29, 2005. As far as I know there was a temporary permit issued. August 29, 2005 is when they started school. The Hair Academy was to pay reduced rent for 1 year from the time of the CO being issued. They should have started paying full rent on September 1, 2006. They are saying that they do not have to pay full rent as there is not a CO issued on the building. But there should be a Temporary CO. When was your first contact with Brett Hancock concerning the sidewalk issue. Please let me know the outcome of you meeting with Gary. I would be happy to speak with him directly if need be. Once again thank you for your help in this matter. Cat Hjelm BRJPM Jenks, LLC Accounting Office 785 -6337 Office 3/5/2007 a.. Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME _�& �QQ /' PROPERTY ADDRESS Permit# Q �I 0 ©-1 D1 a- SUBDIVISION MECHANICAL Mechanical Estimate $ 9 a ,,o (Commercial Only) Mechanical Contractor's Name: bV� 41 W_ Business Name Address S l6 State — zip 6 - y� , Contact Phone: (9 Y) C1 - C / 7 `�— Business Phone: FIXTURES do APPLIANCES COUNT ❑ Furnace ❑ Furnace /Air Conditioner Combo ❑ Heat Pump ❑ Air Conditioner ❑ Evaporative Cooler ❑ Unit Heater ❑ Space Heater ❑ Decorative gas -fired appliance ❑ Incinerator System ❑ Boiler ❑ Pool Heater ❑ Similar fixtures or Appliances ❑ Fuel Gas Pipe Outlets including stubbed in or future outlets Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Mechanical Sizing Calculations must be submitted with Plans & Application ❑ Exhaust or Vent Ducts ❑ Dryer Vents ❑ Range Hood Vents ❑ Cook Stove Vents ❑ Bath Fan Vents ❑ other similar vents & ducts: �o .� J1 3 00 Point of Delivery must be shown on plans. Signature o Licensed Contractor /�o v License number 2 - - 05 Date The City of Rexburg's permit fee schedule is the same as required by the State of Idaho C�� - 3 Paul Mitchell Beauty School North 2nd fast f ®m i C r ego r\ 4 W H WY 21) I.� I\ C I S I ��� C�� l I l�) �.� 1 T ETON STRUCTURAL ENGINEERS, P. C. Michael D. Gregory 136 S ®a Stat Shelley ID 83274-1245 (208) 357-2419 Fax (208) 357-2420 Voice tetoneng @ida.net D ecember 29 2004 Project # DEC 2 9 2004 TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Project -P 1u 1 Tr f4 (- ?� Designed H 6 Checked Date S EP 2 8 2004 Project 3'a3 Sheet of CD L- = z� k) =, � 2,/Z, = ) Son 4 � �' =�7,2 3 Z - 7 N 7 zr k Z P Z- f 3 2 S3 u 7, Zr to 17 '0 -7 ,Z- PC. f Z_ IZ 3 F> L, F 3 2 y '7 M `7 1 Z 1L Z S Ps f 32. S o 7,Z-)p 30 Psi' L= 1 '7 / s dim Lz A 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 T STRUCTURAL ENGINEERS 5EP 2 8 2004 A PROFESSIONAL CORPORATION Date Project eXU L Project #2 Designed M Checked Sheet 2 of LL=3S' �d Hof_ (0 L= 2G d 1 C l�� L= �V i�- X zo 4- I 'q � w�,6140 r 9'-3 vc, r 13.3 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 T STRUCTURAL ENGINEERS SEP 2 8 2004 A PROFESSIONAL CORPORATION Date Project I? {-LA L M k T'C -O F --L Project # Z- e)4- Designed 1 Checked Sheet of 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 Z ,00Q Tac 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 /-< TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Project _ FA (A L t T(I-H c L.1_ Designed P 6) Checked Date SEP 2 0 2004 Project # 243 33 Sheet of Zoemo -1-"e Lo I A; iD 9 o M P N P G SL a Pt3 3: l I4/ o 14. FS 9 , 9 I 10�'/2) Z 0 + 9 1) V 9,2 4/ + 7Q 7, 'fgAgA.Q_ WALL. ZeD, -�-,� 2.9 = - 7 1 P 4 -1 = �r 2-�D, ! /4 = 4 S�D P/f 7 =1 /ib2 = �7m PLr j r_ 7,1 l /lao s 4s f>L f= �Lo o O},� / r7 Z = 2 e� f L F re 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 � TETON STRUCTURAL ENGINEERS A PROFRSSIONAL CORPORATION Date SEP 2 8 2004 Project PP-u. �A Project # 2-0-4 333 Designed Checked Sheet 1 of 2-000 te.C. . = za SEcs �, ►C ROP+A ► gz,fl LO S01 �. SR.Wi�JJ Cz Oe- IkA&tn) sa-�w Q7A &km S�J P,EP— k,Z,S 0p-M w o,i1= 3� I Z - 1 °i 6c ` w ► co - Kl -oc.L. S M4 "C - pAC/o D UP Y3,00 3,33 <-- NI,A -k %PAC l � 02 Rs" H o d &A4X *10 --�z L- " 0-4 A-X V P�,Y", 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • tetonens4(a • Fax (208) 357 -2419 ID, Madison, Rexburg, ZIP Date and Time: 9/29/2004 10:12:51 AM MCE Ground Motion - Conterminous 48 States Zip Code - 83440 Central Latitude = 43.763462 Central Longitude = - 111.609017 Period MCE Sa (sec) ( %g) 0.2 060.6 MCE Value of Ss, Site Class B 1.0 019.3 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 079.4 Sa = FaSs, Fa = 1.31 1.0 039.2 Sa = FvS 1, Fv = 2.03 f�> , (40t, q) =; S ? ,= z /� zoo 333 SEP 2 8 2004 rug k- r v ' ag Z � TETON STRUCTURAL ENGINEERS A PROFRSSIONAL CORPORATION Date SEP 2 8 2006 Project oA r GvrGvt,.-, Project # 20� - Designed Issue , Checked Sheet 3 of V C444L ►Z' V:: gbL10 v ✓ e'o— cis(,66�) +V L l & , �-i f s" N Ho ✓ 0 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • tetonen2(cr),ida.net • Fax (208) 357 -2419 Masonry Wall design Wall thick Project name: paul M Date: 9/28/2004 2000 IBC chpt 21 EST = Proj. #: 204333 Item: exterior wall Ae = 60 sq. in. designer: LJS Design Parameters: 11.6 Working Stress Design Seismic Zone: D 5.8 Roof Snow load: 35 psf Roof Dead load: 20 psf Wind speed: 90 mph 5.2 Exposure: C cores grouted Wall height 16 ft Wall width: 8 in Rafter /truss spacing: 2 ft o.c. Wall type: conc. Masonry unit Rafter /truss span: 36 ft fm= 1900 psi (for masonry) 5.7 6.7 fy = 24000 psi (for steel) AXIAL DESIGN• (NOT FOR COLUMNSI) 3.7 Actual loads: Wall thick P = 990 Ibs EST = 5 in (from table) Ae = 60 sq. in. fa = 17 psi Allowable Loads: h' = 192 in r = 2.53 Equivalent Solid Thickness (EST) (in) Wall thick 6" 8" 1 10" 1 12" solid grouted 5.6 7.6 9.6 11.6 4 in Fs = 24000 psi 16" o.c. 4.5 5.8 7.2 88.5 vertical 24" o.c. 4.1 5.2 6.3 7.5 cores grouted 32" o.c. 4 4.9 5.9 7 Wd = 40" o.c. 3.8 4.7 5.7 6.7 at 48" o.c. 3.7 4.6 5.5 6.5 no grout in wall 1 3.4 1 4 1 4.7 1 5.5 per IBC: As(req'd) bar size @spacing horz rebar req'd = 0.067 5 54.78516 vert rebar req'd = 0.067 5 54.78516 h' /r = 76 if h' /r < =99 then use: eq: 2 -17 Fa = .25 *fm(1- (h'/140 *r) "2) Fa = 335 psi if h' /r >99 then use: eq: 2.18 Fa = .25 *fm *((70 *r /h') ^2) Fa = 404 psi Thus: Fa = 335 psi - -OK -- BENDING DESIGN: rebar size = 5 # spacing = 25 in o.c. As = 0.147 sq.in/ft Actual loads: WHERE: fb = (M /bd ^2) *(2/jk) where: Es = 29000000 M = 8271 in *Ibs Em = 1425000 b = 12 in d'= 4 in Fs = 24000 psi n' = 20.4 p' = 0.002 k = 0.221 j = 0.926 thus: fb = 422 psi Allowable Loads: Fb = 633 psi OK -- UNITY CHECK: Per: section 2107.2.7 97 UBC: For bending and Axial: fa /Fa + fb /Fb <=1.0 fa /Fa = 0.05 fb /Fb = 0.67 Unity? = total rebar req'd = Reinf: Bar A Horz: Vert: 0.192 spacing 5 48 5 48 MOMENT AREA: WIND: (per section 1609 IBC 2000) P = Ce *qs *I WHERE: Ce = 1.21 (per tbl 1609.6.2.1(4) qs = 17.8 psf (per tbl 1609.6.2.1(1) I = 1 (per tbl 1604.5) thus: P = 21.54 psf window width: W = 22 plf 0 ft Mwind = 689 Ibft 8271 Ibin QUAKE: W = 14.4 Ibs/ft of wall WHERE: wt of masonry= Sds = 0.529 le = 1 Wd = 68 dead load of the wall: thus: V = 115.1 Ibs per ft of wall M= 460.4 Ibft 5525.3 Ibin 681 Final Design: Use 8" CMU grouted @ 24" o.c. 1 w/ #5's @ 24" o.c. vert and #5 @ 40" o.c. horz. Teton Structural Engineers 9/29/2004 10:57 AM Page 1 Masonry Wall design Wall thick P = Project name: paul M Date: 9/28/2004 2000 IBC chpt 21 5 in (from table) Ae = Proj. #: 204333 Item: exterior wall fa = 66 psi 11.6 designer: LJS Design Parameters: 4.5 Working Stress Design Seismic Zone: D w14' window Roof Snow load: 35 psf - Roof Dead load: 20 psf Wind speed: 90 mph cores grouted Exposure: C 4.9 Wall height 16 ft Wall width: 8 in Rafter /truss spacing: 4 ft o.c. Wall type: conc. Masonry unit Rafter /truss span: 36 ft fm= 1900 psi (for masonry) 48" o.c. 3.7 fy = 24000 psi (for steel) AXIAL DESIGN: (NOT FOR COLUMNS!► Actual loads: Wall thick P = 3960 Ibs EST = 5 in (from table) Ae = 60 sq. in. fa = 66 psi Equivalent Solid Thickness (EST) (in) Wall thick 1 6" 1 8" 1 10" 1 12" solid grouted 5.6 7.6 9.6 11.6 4 in Fs = 24000 psi 16" o.c. 4.5 5.8 7.2 88.5 vertical 24" o.c. 4.1 5.2 6.3 7.5 cores grouted 32" o.c. 4 4.9 5.9 7 at 40" o.c. 3.8 4.7 5.7 6.7 V = 48" o.c. 3.7 4.6 5.5 6.5 no grout in wall 1 3.4 1 4 1 4.7 1 5.5 Allowable Loads: WHERE: h'= 192 in /bd ^2) *(2/jk) r= 2.53 Es = 29000000 h' /r = 76 24812 in *Ibs Em = 1425000 if h7r -99 then use: eq: 2 -17 Fa = .25 *fm(1 -(h' /140 *r) ^2) Fa = 335 psi 4 in Fs = 24000 psi if h' /r >99 then use: eq: 2.18 Fa = .25 *fm*((70`r /h') ^2) Fa = 404 psi 0.013 Thus: Fa = 335 psi - -OK -- BENDING DESIGN: 0.831 thus: rebar size = 5 # fb = spacing = 3 in o.c. As = 1.227 sq.in /ft Actual loads: WHERE: fb = (M /bd ^2) *(2/jk) where: Es = 29000000 M = 24812 in *Ibs Em = 1425000 b = 12 in d'= 4 in Fs = 24000 psi n' = 20.4 p' = 0.013 k = 0.507 j= 0.831 thus: QUAKE: fb = 614 psi Allowable Loads: Fb = 633 psi - -OK -- UNITY CHECK: Per: section 2107.2.7 97 UBC: For bending and Axial: fa /Fa + fb /Fb -1.0 fa /Fa = 0.20 fb /Fb = 0.97 Unity? = 1.17 FAILS per IBC: As(req'd) bar size @spacing horz rebar req'd = 0.067 5 54.78516 vert rebar req'd = 0.067 5 54.78516 total rebar req'd = 0.192 Reinf: Bar # spacing Horz: 5 48 Vert: 5 48 MOMENT AREA: WIND: (per section 1609 IBC 2000) P = Ce *qs *I WHERE: Ce = 1.21 (per tbl 1609.6.2.1(4) qs = 17.8 psf (per tbl 1609.6.2.1(1) I = 1 (per tbl 1604.5) thus: P = 21.54 psf window width: W = 65 p If 4 ft Mwind = 2068 Ibft 24812 Ibin QUAKE: W = 14.4 Ibs/ft of wall WHERE: wt of masonry= Sds = 0.529 le = 1 Wd = 68 dead load of the wall: thus: V = 115.1 Ibs per ft of wall M = 460.4 Ibft 5525.3 Ibin 681 Final Design: Use 8" CMU grouted solid for 2 cells at ea window /door 1 w/ 345's in each cell. Teton Structural Engineers 9/29/2004 11:06 AM Page 1 T russ Cal culations FEB 1 G 2005 Paul Mitchell Beauty School New Building Nort h 2nd East fo r FUTURES ..l_U l" I :S O I IDAHO I O INC. 4 30 \\ I l \ \Y 26 30 TETON STRUCTURAL ENGINEERS, P.C. Michael D . Gregory 136 S ®v Stat Shelley ID 83274-1245 (208) 357-2419 Fax (208) 357-2420 Voice tetoneng @ida.net 4�k February 1 2005 Proj #204333 F y 0730 S li[ .>u 204333 PAUL MITCHELL TETON REXBURG IDAHO STRUCTURAL ENGINEERS P.C. DATE: 01131105 BY.' HMG I SHEET 1 OF 1 L 136 SOUTH STATE STREET PHONE (208)- 357 -2420 THIS ORAWNG IS THE PROPERTY OF TETON STRUCTURAL ENGNEERS P.0 IT IS NOT TO BE REPRODUCED OR TO BE USED FOR ANY SHELLEY, IDAHO 83274 CONSTRUCTION EXCEPT AS HEREIN INDICATED WTHOUT THE EXPRESS WRITTEN CONSENT OF TETON STRUCTURAL EIMFER$ P.C. FAX (208)- 357 -2419 COPYRIGHT 0 TETON STRUCTURAL ENGINEERS P.C. 2004 1 Z! � TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Date JABS 2 7 2005 Project F A1.l L M 1 T (7 > �Z '77�•t. S Project # Zd Designed 0 Gv Checked Sheet I of 3 a v 4 V D f- 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 i � TETON STRUCTURAL ENGINEERS A PROFESSIONAL CORPORATION Project gAU L f4 1TCH TL(_ - Tfl 4 5..S Designed M (--) Checked Date JA 3 1 2005 Project # Z y + 'k3 Sheet __Z Zoo 3 t*3 — G I L I S...i G y tj s I , I _ - -' r J i I� cc I 1 �.; - -z I I I I 1 I i I I I 1 tll 136 South State Street • Shelley • Idaho • 83274 (208) 357 -2420 • www.tetonengineers.com • Fax (208) 357 -2419 Company Teton Structural Engineers Feb 4, Designer Michael 10:56 AM Job Number: 204333 Paul Mitchell 20K Checked By: Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance in .12 P -Delta Analysis Tolerance 0.50% Hot Rolled Steel Code AISC: ASD 9th Cold Formed Steel Code AISI 99: ASD NDS Wood Code NDS 91: ASD NDS Temperature < 10OF Concrete Code ACI 1999 Number of Shear Regions 4 Region Spacing Increment in 4 Concrete Stress Block Rectangular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warning Yes General Material Properties n_,.:, c rt—n N11 Therm Al F5 F) Densitvflb /ft ^31 1 Label ge n Conc3NW L na1 3155 ., ��� 1372 .. .15 ..._.... .- -- - .6 - - 145 2 qen Conc4NW 3644 1584 .15 6 145 3 qenConc3LW 2085 906 .15 .6 110 4 gen Conc4LW 2408 1047 .15 6 110 5 6 en Alum en Steel 10600 29000 4077 11154 .3 3 1.29 .65 173 490 7 RIGID 1 1e +7 490 1 0 0 0 Hot Rolled Steel Properties n n__a AI.. Therm m Fr, r1 rlencih rlh /ft ^31 Yieldlksil 1 LaDel A36 C nJl 29000 v na1 11154 �... .3 ....,.... ,. �... .65 - _.._._ ._..- - 490- - -- 36 2 A572Grade50 29000 11154 .3 .65° 490 50 3 A992 29000 11154 .3 .65 490 50 4 A500 42 29000 11154 .3 .65 " 490 42 5 A500 46 29000 11154 .3 .65 490 46 General Section Sets Hot Rolled Steel Section Sets n__:_.. 1 :_, T.. — hAn+ori.l necinn Rnlec A rin27 I (90 -270) ti - -- 1 (0.180) fin41 1 Label An le Web Jlla a L1.25X1.25X3 VCJI II "'t None 1 G None •� A36 "" .— Typical ••.- 434 -- -- - .061 .061 2 End L1.25X1.25M None None A36 Typical .434 .061 .061 3 Rod Web 5/8 Rod None None A36 Typical .307 .007 .007 4' To Chord LL2X2.5X3X6 None None A36 Typical 1.62 3.13 .583 ' 5 Bottom Chord LL1.5x1.5x3x5 None I None A36 Typical 1.055 1 .823 .22 RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 1 ` Company Teton Structural Engineers Feb 4, 2 005 Designer Michael 10:56 6 AM Job Number: 204333 Paul Mitchell 20K Checked By: Member Primary Data n_,.:_., I :_+ 'r.,..., RAn+ —in1 rlccinn Rnlac 1 2 LaE)e BC I jull N20 J N19 L N35 � V1Q1G4G To V Chory — Bottom Chord V None None None None A36 A36 Typical Typical 3 4 5 6 M3 M4 M5 M6 N2 N20 N3 N21 N20 N3 N21 N4 End End An le Web Angle Web None None None None None None None None A36 A36 A36 A36 Typical TvDical TyDical TvDical 7 M7 N4 N22 Angle Web None None A36 — Typical 8 M8 N22 N5 Angle Web None None A36 Typical 9 10 M9 M10 N5 N23 N23 N6 Angle Web Angle Web None None None None A36 A36 Typical TVIDical 11 M11 N6 N24 Rod Web None None A36 Typical 12 M12 N24 N7 Rod Web None None A36 TvDical 13 M13 N7 N25 Rod Web None None A36 T ical 14 1 M14 N25 N8 Rod Web None None A36 Typical 15 M15 N8 N26 Rod Web None None A36 Typical 16 M16 N26 N9 Rod Web None None A36 Typical 17 M17 N9 N27 Rod Web None None A36 TvDical 18 M18 N27 N10 Rod Web None None A36 Typical 19 M19 N10 N28 Rod Web None None A36 TVDical 20 M20 N28 N11 Rod Web None None A36 Typical 21 M21 N11 N29 Rod Web None None A36 TVIDical 22 M22 N29 N12 Rod Web None None A36 TvDical 23 M23 N12 N30 Rod Web None None A36 Ty ical 24 M24 N30 N13 Rod Web None None A36 Typical 25 M25 N13 N31 Rod Web None None A36 TvDical 26 1 M26 N31 N14 Rod Web None None A36 Typical 27 M27 N14 N32 Angle Web None None A36 TvDical 28 M28 N32 N15 Angle Web None None A36 Typical 29 M29 N15 N33 Angle Web None None A36 30 M30 N33 N16 An le Web None None A36 31 M31 N16 N34 An le Web None None A36 *ica 32 M32 N34 N17 An le Web None None A36 33 M33 N17 N35 End None None A36 34 M34 N35 N18 End None None A36 35 M1 I N35 N19 End I None None A36 i TvDical 36 M2 I N20 N1 End I None None A36 Typical Member Advanced Data RISA -2D Version 5.0 jt -UU4 1 Jt NllZU4.S3.5 vaui iVllcne11X30 oa1JUISL.ICUj I -y. �IAw I�AAPAAIAA/I�1 RISA -2D Version 5.0 jt -UU4 1 Jt NllZU4.S3.5 vaui iVllcne11X30 oa1JUISL.ICUj I -y. ` Company Teton Structural Engineers Designer Michael Job Number: 204333 Paul Mitchell 20K Feb 4, 2005 10:56 AM Checked By: Member Advanced Data (Continued) I . L—I 1 0 -1-- -- i D i 11",- + r;nl I n4;; —+rinl T /r` nl h DI —I Tr1M Innrfivc Joint Coordinates and Temperatures _�_I v ral v ral T.— rGl 1 NI 0.3542 1.66667 0 2 N2 2 1.66667 0 3 N3 4 1.66667 0 4 N4 6 . 1.66667 0 - 5 N5 8 1.66667 0 6 NO 10 1.66667 0 7 N7 12 1.66667 0 8 N8 14 1.66667 0 9 N9 16 1.66667 0 10 N10 18 1.66667 0 11 N11 20 1.66667 0 12 N12 22 1.66667 0 13 N13 24 1.66667 0 14 N14 26 1.66667 0 15 N15 28 1.66667 0 16 N16 30 1.66667 0 17 N17 32 1.66667 0 18 N18 34 1.66667 0 19 N19 35.6458 1.66667 0 20 N20 3 0 0 21 N21 5 0 0 22, N22 - 7 0 0 , 23 N23 9 0 0 24 N24 11 0 0 25 N25 13 0 0 26 N26 15 0 0 27 N27 17 0 0 28 N28 19 0 0 29 N29 21 0 0 30 N30 23 0 0 31 N31 25 0 0 32 N32 27 0 0 33 N33 29 0 0 RISA -21D Version 6.0 [FA2004 15t NG\204333 Haul Micnellui't3arJoist.r2aj rage s Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job N umber: 204333 Paul Mitchell 2 Checked By: Joint Coordinates and Temperatures (Continued) Joint Boundary Conditions Hot Rolled Steel Design Parameters I nhal Rha I ann thfftl I h -m it fftl I h- in rftl I rmm tonrw hotrftl K -out K -in Cm Cb Out s.. In sway Joint Loads and Enforced Displacements Joint Label L D M Direction Ma nitude k k -ft in rad k *s ^2 /ft No Data to Print ... RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 4 ` Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number: 204333 Paul Mitchell 20K Checked By: Member Point Loads Member Label Direction Ma nitude k k -ft Location ft No Data to Print ... Member Distributed Loads (BLC 1 •) Moving Loads Tao Pattern Increme ... Both ... 1 st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint No Data to Print ... Basic Load Cases BLC Description Cateaory X Gravi Y Gravit Joint Point Distributed 1 None 2 Load Combinations Descri tion Sol... PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 I Total I I I 1 1 Load Combination Design Descri tion ASIF CD Service Hot Rolled Cold Formed NDS Wood Concrete 1 Total Yes Joint Deflections v rinl Rntatinn rnwil 1 Ll. 1 wuI avci N1 0 0 - 1.024e -2 2 1 1 N2 -.002 -.191 - 8.814e -3 3 1 N3 -.005 -.38 - 7.579e -3 4 1 N4 - -.01 -.563 - 7.356e -3 5 1 N5 -.016 -.727 - 6.33e -3 6 ` 1 1 N6 -.024 =.867 - 5:372e -3 7 1 N7 -.033 -.983 - 4.224e -3 8 1 N8 -.042 -1.068 = 2.857e -3 9 1 N9 -.052 -1.12 - 1.449e -3 10 1 N10 -.063 -1.138 0 " 11 1 N11 -.073 -1.12 1.449e -3 12 1 M19 -.083 -1.068 2.857e -3 ; 13 1 N13 -.093 -.983 4.224e -3 14 1 N14 -.102 -.867 5.372e -3 15 1 N15 -.109 -.727 6.33e -3 16 1 N16 =.116 -.563 ' 7.356e -3 17 1 N17 -.12 -.38 7.579e -3 18 1 N18 -.123 -.191 8.814e -3 19 1 N19 -.126 0 1.024e -2 20 1 N20' =:154 -.282 - 8.2666 -3 21 1 N21 -.148 -.473 - 7.626e -3 22 1 N22 `` -.14 -.647 - 6.828e -3 RISA -21D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 5 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number : 204333 Paul Mitchell 20 Checked By: Joint Deflections (Continued) LC joint I nhe! X rinl Y rinl Rotation fradl 23 1 N23 -.129 -.799 - 5.876e -3 24 1 N24 -.116 -.928 -4.81 a -3 25 1 N25 -.102 -1.029 - 3.55e -3 26 1 N26 -.087 -1.097 - 2.158e -3 27 1 N27 -.071 -1.132 -7.261 a -4 28 1 N28 -.055 -1.132 7.261 e-4 29 1 N29 -.039 -1.097 2.158e -3 30 1 N30 -.024 -1.029 3.55e -3 31 1 N31 -.01 -.928 4.81 a -3 32 1 N32 .003 -.799 5.876e -3 33 1 N33 .014 -.647 6.828e -3 34 1 N34 .023 -.473 7.626e -3 35 1 N35 .029 -.282 8.266e -3 Joint Reactions (By Combination) I C _hint I hal x rkl Y rkl MZ fk -ftl 1 1 _ a Member Section Forces LC Member Label Sec Axialrkl Shearrkl Momentfk -ftl 1 1 N1 0 3.776 0 2 1 N19 0 3.776 0 3 1 Totals: 0 7.552 3 4 1 COG (ft): X: 18 Y: 1.402 Member Section Forces LC Member Label Sec Axialrkl Shearrkl Momentfk -ftl 1 1 TC 1 5.642 .222 0 2 2 15.064 -.033 -.083 3 3 20.32 -.18 -.025 4 . 4 15.064 .033 -.083 5 1 5 5.642 -.222 0 6 1 BC 1 -7.576 .041 0 7 2 - 16.227 -.018 -.026 8 3 - 20.428 0 -.039 9 4 - 16.227 .018 -.026 10 5 -7.576 _ -.041 0 11 1 M3 1 .168 0 0 12 2 .168 0 0 13 3 .168 0 0 14 4 .168 0 " 0 15 5 .168 0 0 _ 16 1 1 M4 1 3.929 0 0 17 2 3.929 0 0 18 3 3.929 0 0 19 4 3.929 0 0 20 5 3.929 0 0 21 1 M5 1 -3.323 0 0 22 1 2 - 3.323 0 0 23 3 -3.323 0 0 24 4 -3.323 0 0 25 5 -3.323 0 0 26 _ 1 M6 1 3.227 0 0 27 2 3.227 0 0 28 3 3.227 0 0 9 4 3.227 1 0 0 30 5 3.227 0 0 31 1 M7 1 -2.869 0 0 RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 6 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number: 204333 Paul Mitchell 20K Checked By: Member Section Forces (Continued) 0-- A-;; inl Chcnrrkl MnmPntfk -ftl 32 LV IVICIIIUCI LGUCI vca• 2 • �w • -2.869 -" --' 0 0 33 3 -2.869 0 0 34 4 -2.869 0 0 35 5 -2.869 0 0 36 1 M8 1 2.778 0 0 37 2 2.778 0 0 38 1 3 2.778 0 0 39 4 2.778 0 0 40 - 5 2.778 0 0 41 1 M9 1 -2.356 0 0 42 2 -2.356 0 0 43 3 -2.356 0 0 44 1 4 -2.356 0 0 45 1 5 -2.356 0 0 46 1 1 M10 1 2.262 0 0 47 2 2.262 0 0 48 3 2.262 0 0 49 1 4 2.262 0 0 50 1 5 2.262 0 0 51 1 1 Mill 1 -1.826 0 0 52 1 2 -1.826 0 0 53 1 -1.826 0 0 54 1 4 -1.826 0 0 55 5 -1.826 0 0 56 1 M12 1 1.732 0 0 57 2 1.732 0 0 58 3 1.732 0 0 59 4 1.732 0 0 60 5 ` 1.732 0 0 61 1 M13 1 -1.326 0 0 62 2 -1.326 0 0 63 3 -1.326 0 0 64 4 -1.326 0 0 65 5 -1.326 0 0 66 1 M14 1 1.235 0 0 67 2 1.235 0 0 68 3 1.235 0 0 69 4 1.235 0 0 70 5 1.235 0 0 71 1 M15 1 -.814 0 0 72 2 -.814 0 0 73 3 -.814 0 0 74 ' 4 -.814 0 0 75 5 -.814 0 0 76 1 M16 1 ' .72 0 0 77 2 .72 0 0 78 3 .72 0 0 79 4 .72 0 0 80 5 .72 0 0 81 1 M17 1 -.302 0 0 82 2 - .302 0 0 83 3 -.302 0 0 84' 4 -.302 0 _ 0 85 5 -.302 0 0 86 1 _ M18 1 .209 0 0 87 2 .209 0 0 88 3 - .209 0 0 _. RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 7 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number : 204333 Paul Mitchell 20K Checked By: Member Section Forces (Continued) o,... A- ;-in.i Qk-rro Mnmantrk_f i 89 4 .209 0 0 90 5 .209 0 0 91 1 M19 1 .209 0 0 92 ` 2 .209 0 0 93 3 .209 0 0 94 1 4 .209 0 0 95 5 .209 0 0 96 1 M20 1 -.302 0 0 97 2 -.302 0 0 98 3 -.302 0 0 99 4 -.302 0 0 100 5 -..302 0 0 101 1 M21 1 .72 0 0 102 2 .72 0 0 103 3 .72 0 0 104 4 .72 0 0 105 5 .72 0 0 106 1 M22 1 -.814 0 0 107 2 -.814 0 0 108 3 -.814 0 0 109 4 -.814 0 0 110 5 -.814 0 0 111 1 M23 1 1.235 0 0 112 2 1.235 0 0 113 3 1.235 0 0 114 4 1.235 0 0 115 5 1.235 0 0 116 1 M24 1 -1.326 0 0 117 2 -1.326 0 0 118 3 -1.326 0 0 119 4 -1.326 0 0 120 5 -1.326 0 0 121 1 M25 1 1.732 0 0 122 2 1.732 0 0 123 3 1.732 0 0 124 4 1.732 0 0 125 5 1.732 0 0 126 :. 1 1 M26 1 -1.826 0 0 127 2 -1.826 0 0 128 3 -1.826 0 0 ' 129 4 -1.826 0 0 130 5 -1.826 0 0 131 1 M27 1 2.262 0 0 132 2 2.262 0 0 133 3 2.262 0 0 134 4 2.262 0 0 135 5 2.262 0 0 136 1 M28 1 - -2.356 0 0 137 2 -2.356 0 0 138 3 -2.356 0 0 139 4 -2.356 0 0 140 5 -2.356 0 0 141 1 M29 1 2.778 0 0 142 2 . 2.778 0 , -, 0 143 3 2.778 0 0 144 4 2.778 0 " 0 1451 5 2.778 0 0 RISA -21D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 8 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job N umbe r: 204333 Paul Mitc 20K Checked By: Member Section Forces (Continued) i r RAamhar I ahal Car AXlalrkl Shearrkl Momentlk -ftl 146 1 - M30 - -- - 1 - -2.869 0 0 147 2 2 -2.869 0 0 148 -2.544 3 3 -2.869 0 0 149 .269 -.777 4 -2.869 0 0 150 .053 :88 5 -2.869 0 0 151 1 M31 1 3.227 0 0 152 1 -7.184 2 3.227 0 0 153 1 2 3 3.227 0 0 154 4 3.227 0 0 155 9 1 5 3.227 0 0 156 1 M32 1 -3.323 0 0 157 0 0 2 -3.323 0 0 158 0 0 3 -3.323 0 0 159 388 0 4 -3.323 0 0 160 3 .388 5 -3.323 0 0' 161 1 M33 1 3.929 0 0 162 2 3.929 0 0 163 16 1 3 3.929 0 0 164 0 1 4 3.929 0 0 165 0 0 5 3.929 0 0 166 1 M34 1 .168 0 0 167 2 .168 0 0 168 - 3 .168 0 0 169 4 .168 0 0 170 5 .168 0 0 171 1 M1 1 -6.668 0 0 172 2 -6.668 0 0 173 3 -6.668 0 0 174 4 -6.668 0 0 175 5 -6.668 0 0 176 1 M2 1 -6.668 0 0 177 2 -6.668 0 0 178 3 -6.668 0 0 179 4 -6.668 0 0 180 5 1 -6.668 0 0 Member Section Stresses I r Mamhar I ahal Car Axialrksil Shearfksil Too Bendinafksil Bot Bendinafksil 1 1 TC 1 3.483 .356 0 0 2 2 9.299 -.053 .88 -2.544 3 3 12.543 -.287 .269 -.777 4 4 9.299 .053 :88 -2.544 5 5 3.483 -.356 0 0 6 1 BC 1 -7.184 .087 0 0 7 2 - 15.386 -.039 .634 -1.509 8 3 - 19.369 0 , .94 ° - 2.238 9 1 1 4 - 15.386 .039 .634 -1.509 10 5 -7.184 -.087 , 0 0 11 1 M3 1 .388 0 0 0 12 2 388 0 0 0 . 13 3 .388 0 0 0 14 4 .388 0 0 0 15 5 .388 0 0 0 16 1 M4 1 9.052 0 0- 0 17 2 9.052 0 0 0 18 3 ` 9.052 0 0 0 RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 9 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number: 204333 Paul Mitche 20K Checked By: Member Section Stresses (Continued) c n..i..im -il Chcorfkcil Tnn Rcnriinnfksil Rnt RPnriinnfkcil 19 4 9.052 0 0 0 20 5 9.052 0 0 0 21 1 M5 1 -7.656 0 0 0 22 2 -7.656 0 0 0 23 3 -7.656 0 0 0 24 4 -7.656 0 0 0 25 5 -7.656 0 0 0 26 1 M6 1 7.436 0 0 0 27 2 7.436 0 0 0 28 3 7.436 0 0 0 29 4 7.436 0 0 0 30 5 7.436 0 0 0 31 1 M7 1 -6.611 0 0 0 32 2 -6.611 0 0 0 33 3 -6.611 0 0 0 34 4 -6.611 0 0 0 35 5 -6.611 0 0 0 36 1 M8 1 6.401 0 0 0 37 2 6.401 0 0 0 38 3 6.401 0 0 0 39 4 6.401 0 0 0 40 5 6.401 0 0 0 41 1 M9 1 -5.429 0 0 0 42 2 -5.429 0 0 0 43 3 -5.429 0 0 0 = 44 4 -5.429 0 0 0 45 5 -5.429 0 0 0 46 - 1 M10 1 5.211 0 0 0 47 2 5.211 0 0 0 48 3 5.211 0 0 0 49 4 5.211 0 0 0 50 5 5.211 0 0 0 51 1 Mil 1 -5.952 0 0 0 52 2 -5.952 0 0 0 53 3 -5.952 0 0 0 54 4 -5.952 0 0 0 55 5 -5.952 0 0 0 56 1 M12 1 5.645 0 0 0 57 1 2 5.645 0 0 0 58 _ 3 5.645 0 0 0 59 4 5.645 0 0 0 60 5 5.645 0 0 0 61 1 M13 1 -4.322 0 0 0 62 ` 2 -4.322 0 0 0 63 1 3 -4.322 0 0 0 - 64 4 -4.322 0 0 0 65 5 -4.322 0 0 0 66 1 ' M14 1 4.026 0 0 0 67 2 4.026 0 0 0 68 3 4.026 0 0 0 69 4 4.026 0 0 0 70 5 4.026 0 0 0 71 1 M15 1 -2.652 0 0 0 72 2 -2.652 0 0 0 73 3 -2.652 0 0 0 74 4 ` -2.652 0 _ 0 0 75 5 -2.652 0 0 0 RISA -21D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 10 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number: 204333 P Mitc 2 Checked By: Member Section Stresses (Continued) i r eee.. he i k cam avi.im -it Rhanrr4¢il Tnn Ranrlinnrksil Rnt Rendinofksil 76 1 M16 1 2.348 0 0 0 77 2 2.348 0 0 0 78 3 2.348 0 0 0 79 4 2.348 0 0 0 80 5 2.348 0 0 0 81 1 M17 1 -.985 0 0 0 82 2 -.985 0 0 0 83 3 -.985 0 0 0 84 4 -.985 0 0 0 85 5 -.985 0 0 0 86 1 M18 1 .683 0 0 0 87 2 .683 0 0 0 88 3 .683 0 0 0 89 4 .683 0 0 0 90 5 .683 0 0 0 91 1 M19 1 .683 0 0 0 92 2 .683 0 0 0 93 3 .683 0 0 0 94 4 .683 0 0 0 95 5 .683 0 0 0 96 1 M20 1 -.985 0 0 0 97 2 -.985 0 0 0 98 1 3 -.985 0 0 0 99 4 -.985 0 0 0 100 5 -.985 0 0 0 101 1 M21 1 2.348 0 0 0 102 2 2.348 0 0 0 103 3 2.348 0 0 0 104 1 4 2.348 0 0 0 105 5 2.348 0 0 0 106 1 M22 1 -2.652 0 0 0 107 2 -2.652 0 0 0 108 3 -2.652 0 0 0 109 4 -2.652 0 0 0 110 5 -2.652 0 0 0 111 1 M23 1 4.026 0 0 0 112 2 4.026 0 0 0 113 3 4.026 0 0 0 114 4 4.026 0 0 0 115 5 4.026 0 0 0 116 1 M24 1 -4.322 0 0 0 117 2 -4.322 0 0 0 118 3 -4.322 0 0 0 119 4 -4.322 0 0 0 120 5 -4.322 0 0 0 121 1 M25 1 5.645 0 0 0 122 2 5.645 0 0 0 123 3 5.645 0 0 0 124 4 5.645 0 0 0 125 5 5.645 0 0 0 126 1 M26 1 -5.952 0 0 0 127 2 -5.952 0 0 0 128 3 - 5.952 0 0 0 129 4 -5.952 0 0 0 130 _ 5 -5.952 0 0 0 131 1 M27 1 5.211 0 0 0 132 2 5.211 0 0 0 RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 11 Company Teton Structural Engineers Designer Michael Job Number: 204333 Paul Mitchell 20K Feb 4, 2005 10:56 AM Checked By: Member Section Stresses (Continued) 1 f` RA --k-, I 'k.1 Qer Avi�in,.il Shonrflee it Tnn R- innM -cil Rn4 RenAnnfkcil 133 1 TC 3 5.211 0 0 0 134 2 4 5.211 0 0 0 135 3 -.063 5 5.211 0 0 0 136 1 M28 1 -5.429 0 0 0 137 0 NC 2 -5.429 0 0 0 138 3 -5.429 0 0 0 139 4 -5.429 0 0 0 140 5 -5.429 0 0 0 141 1 M29 1 6.401 0 0 0 142 2 6.401 0 0 0 143 3 6.401 0 0 0 144 4 6.401 0 0 0 145 5 6.401 0 0 0 146 1 M30 1 -6.611 0 0 0 147 2 -6.611 0 0 0 148 3 -6.611 0 0 0 149 4 -6.611 0 0 0 150 5 -6.611 0 0 0 151 1 M31 1 7.436 0 0 0 152 2 7.436 0 0 0 153 3 7.436 0 0 0 154 4 7.436 0 0 0 155 5 7.436 0 0 0 156 1 M32 1 -7.656 0 0 0 157 2 -7.656 0 0 0 158 3 -7.656 0 0 0 159 4 -7.656 0 0 0 160 5 -7.656 0 0 0 161 1 M33 1 9.052 0 0 0 162 2 9.052 0 0 0 163 3 9.052 0 0 0 164 4 9.052 0 0 0 165 5 9.052 0 0 0 166 1 M34 1 .388 0 0 0 167 2 .388 0 0 0 168 3 .388 0 0 0 169 4 .388 0 0 0 170 5 .388 0 0 0 171 1 M1 1 - 15.364 0 0 0 172 2 - 15.364 0 0 0 173 3 - 15.364 0 0 0 174 4 - 15.364 0 0 0 175 5 - 15.364 0 0 0 176 1 M2 1 - 15.364 0 0 0 177 2 - 15.364 0 0 0 178 3 - 15.364 0 0 0 179 4 1 - 15.364 0 0 0 180 5 1 - 15.364 0 0 0 Member Section Deflections 1.1 1 h, R. +in 1 1 TC 1 0 0 NC 2 2 -.021 -.813 520.924 3 3 -.063 -1.138 372.296 4 4 -.105 - :813° 520.924: 5 5 -.126 0 NC RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Nage 12 Company Teton Structural Engineers Designer Michael Job Number: 204333 Paul Mitchell 20K Feb 4, 2005 10:56 AM Checked By: Member Section Deflections (Continued) i r RA i �k 1 Qn, . rint v finl /n) I /v Rnfin 6 1: _...BC____ - 1 -.154 -.282 NC 7 2 -.119 -.899 583.923 8 3 -.063 -1.137 421.132 9 4 -.006 -.899 583.923 10 5 .029 -.282 NC 11 1 M3 1 .163 -.1 NC 12 2 .163 -.145 NC 13 3 .163 -.189 NC 14 4 .163 -.233 NC 15 5 .163 -.277 NC 16 1 M4 1 -.321 -.013 NC 17 2 -.323 -.057 NC 18 3 -.325 -.102 NC 19 4 -.327 -.146 NC 20 5 -.328 -.191 NC 21 1 M5 1 .323 -.2 NC 22 2 .325 -.243 NC 23 3 .326 -.285 NC 24 4 .328 -.328 NC 25 5 .329 -.37 NC 26 1 M6 1 -.482 -.116 NC 27 2 -.483 -.157 565.945 28 3 -.485 -.199 282.972 29 4 -.486 -.24 188.648 30 5 -.488 -.281 141.486 31 1 M7 1 .478 -.298 NC 32 2 .479 -.337 604.111 33 3 .48 -.375 302.056 34 4 .482 -.414 201.37 35 5 .483 -.453 151.028 36 1 M8 1 -.627 -.213 NC 37 2 -.628 -.25 NC 38 3 -.629 -.287 NC 39 4 -.63 -.323 NC 40 5 -.632 -.36 NC 41 1 M9 1 .615 -.388 NC 42 2 .616 -.421 697.337 43 3 .617 -.455 348.669 44 4 .618 -.488 232.446 45 5 .619 -.522 174.334 M10 1 -.752 -.301 NC 47 2 -.753 -.332 NC 48 ,, 3 -.754 -.363 NC 49 4 -.755 -.394 NC 50 5 -.756 -.426 NC 51 1 Mil 1 .731 -.467 NC 52 2 - .732 - .494 NC 53 3 .734 -.522 NC 54 4 .735 -.549 NC - 55 5 .736 -.577 NC 56 1 M12 1 - .855 - -.378 NC 57 2 -.857 -.403 NC 58 3 -.858 -.428 NC 59 4 -.859 -.453 NC 60 5 -.86 -.478 NC 61 1 M13 1 .826 -.534 NC 62 2 .827 -.555 NC RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michel l \36'BarJoist.r2d] Page 13 Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number: 204333 Paul Mitche 20K Checked By: Member Section Deflections (Continued) I C Member Label Sec x HnI v finl n Uy Ratio 63 3 .828 -.575 NC 64 4 .829 -.596 NC 65 5 .83 -.617 NC 66 1 M14 1 -.935 -.442 NC 67 2 -.935 -.46 NC 68 1 3 -.936 -.478 NC 69 4 -.937 -.495 NC 70 5 -.938 -.513 NC 71 1 M15 1 .894 -.586 NQ 72 2 .895 -.599 1761.051 73 3 .895 -.612 880.525 74 4 .896 -.626 587.017 75 5 .896 -.639 440.263 76 1 M16 1 -.986 -.49' NC 77 2 -.986 -.501 2273.399 78 3 -.987 -.511 1136.699 79 4 -.987 -.521 757.8 80 5 -.987 -.531 568.35 81 1 M17 1 .934 -.621 NC 82 2 .934 -.627 4254.616 83 3 .934 -.632 2127.308 84 4 .934 -.638 1418.205 85 5 .934 -.643 1063.654 86 1 M18 1 -1.007 -.522" NC 87 2 -1.007 -.524 9641.768 88 3 -1.007 -.527 4820.884 89 4 -1.008 -.529 3213.923 90 5 -1.008 -.531 2410.442 91 1 M19 1 .943 -.639 NC 92 2 .943 =.637 NC 93 3 .943 -.634 NC 94 4 .943 -.632 NC 95 5 .943 -.629 NC 96 1 M20 1 -.999 -.535 NC 97 1 2 -.999 -.53 NC 98 3 -.999 -.524 NC 99 4 -.998 -.519 NC 100 5 -.998 -.514 NC 101 1 M21 1 .923 -.639 NC 102 2 .922 -.629 NC 103 3 .922 -.619 NC 104 4 .921 -.608 NC 105 5 .921 -.598 NC 106 1- M22 1 -.961 -.531 440.263 107 2 -.961 -.518 587.017 108. 3 -.96 -.505 880.525 109 4 -.959 -.491 1761.051 110 5 ` -.959 -.478 NC 111 1 M23 1 .873 -.621 NC 112 - 2 .872 -.603 NC 113 3 .872 -.585 NC 114 4 .871 -.568 NQ 115 5 .87 -.55 NC 116 1 M24 1 =.894 -.509 NC 117 2 -.894 -.488 NC 118 3 -.893 -.468 NC 119 4 -.892 -.447 NC RISA -21D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 14 • Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job N umber : 204333 Paul Mitchell 20K Checked By: Member Section Deflections (Continued) LC Member Lahel Sec x rinl v finl (n) Uv Ratio 120 5 -.891 -.426 NC 121 1 M25 1 .795 -.586 233.609 122 2 .794 -.561 311.479 123 3 .793 -.536 467.218 124 4 .792 -.511 934.437 125 5 .791 -.486 NC 126 1 M26 1 -.801 -.469 211.618 127 2 -.8 -.442 282.158 128 3 - -.798 -.414 423.237 129 4 -.797 -.387 846.473 130 5 -.796 -.359 NC 131 1 M27 1 .691 -.533 NC 132 2 .69 -.502 NC 133 3 .689 -.471 NC 134 4 .688 -.44 NC 135 5 .687 -.409 NC 136 1 M28 1 -.684 -.414 NC 137 1 2 -.683 -.381 NC 138 3 -.682 -.347 NC 139 4 -.681 -.314 NC 140 5 -.68 -.28 NC 141 1 M29 1 .567 -.468 NC 142 2 .566 -.431 NC 143 3 .564 -.394 NC 144 4 .563 -.358 NC 145 5 .562 -.321 NC 146 ' 1 M30 1 -.547 -.345 151.028 147 2 -.546 -.306 201.37 148 3 -.545 -.268 302.056 149 4 -.544 -.229 604.111 150 5 -.542 -.19 NC 151 1 M31 1 .423 -.389 141.486 152 2 1 .422 -.348 188.648 153 3 .42 -.306 282.972 154 4 .419 -.265 565.945 155 5 .417 -.224 NC 156 1 M32 1 -.394 -.263 NC 157 2 -.392 -.22 NC 158 3 -.391 -.177 NC 159 4 -.389 -.135 NC 160 5 - -.388 -.092 NC 161 1 M33 1 .264 -.299 NC 162 2 262 -.254 NC 163 3 .26 -.21 NC 164 - .4 .258 -.165 NC 165 5 .257 -.121 NC 166 1 M34 1 -.227 -.17 NC 167 2 -.227 -.125 NC 168 3 -.227 - .081 NC 169 4 -.227 -.037 NC 170 5 -.227 .007 NC 171 1 M1 1 -.126 -.254 116.96 172 2 -.121 ` -.174 155.947 173 3 -.116 -.093 233.92 174 4 =.111 -.013 467.84 175 5 -.106 .067 NC 176 1 M2 1 -.02 - .321 = 116.96 - RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 15 ` Company Teton Structural Engineers Feb 4, 2005 Designer Michael 10:56 AM Job Number : 204333 Paul Mitchell 20K Checked By: Member Section Deflections (Continued) I ( Momhcr I hcl Ccn v rinl v rinl /nl 1 /v P. in 177 1 TC 2 -.015 .241 155.947 178 15.8961 21.6 3 -.01 .16 233.92 179 1 BC 4 -.005 .08 467.84 180 18.139 21.6 5 0 0 NC Member ASD Steel Code Checks (By Combination) I f` AAemher Qhn..e I lf` RA-- I --ral QM..... 1 --r411 C- rl.-;l Grind ckn-❑ r 1 k !'`- C-- 1 1 TC LL2X2.5X3X6 .840 16.54 .025 31.983 15.8961 21.6 21.2211-75 32.5 .85 H1 -1 2 1 BC LL1.5x1.5x3x5 1.000 15 .006 0 18.139 21.6 21.6 1.75 .85 H2 -1 3 1 M3 L1.25X1.25X3 .029 0 .000 0 13.528 21.6 - Cod... -4 1 M4 ' L1.25X1.25X3 .669 0 .000 0 13.528 21.6 - Cod... 5 1 M5 L1.25X1.25X3 .354 0 .000 0 13.528 21.6 - Cod... 6 1 M6 L1.25X1.25X3 .550 0 ' .000 0 13.528 21.6 - Cod... 7 1 M7 L1.25X1.25X3 .306 0 .000 0 13.528 21.6 - Cod... -` 8 1 1 M8 L1.25X1.25X3 .473 0 .000 1 0 13.528 21.6 - Cod... 9 1 M9 L1.25X1.25X3 .251 0 .000 0 13.528 21.6 - Cod... 10 1 M10 L1.25X1.25X3 .385 0 .000 0 11528 21.6 - Cod ... 11 1 M11 5/8 Rod .276 0 .000 0 6.702 21.6 27 1.75 .6 H2 -1 12 1 M12 " 5/8 Rod .842 0 .000 0 16.702 21.6 27 1.75 .6 H1 -1 13 1 M13 5/8 Rod .200 0 .000 0 16.702 21.6 27 1.75 .6 H2 -1 14 1 1 M14 5/8 Rod .601 0 .000 0 6.702 21.6 27 1.75 .6 H1 -1 15 1 M15 5/8 Rod .123 0 .000 0 6.702 21.6 27 1.75 .6 H2 -1 16 1 M16 5/8 Rod .350 0 .000 0 6.702 21.6 27 1.75 .6 HI-1 17 1 M17 5/8 Rod .046 0 .000 0 6.702 21.6 27 1.75 .6 H2 -1 18 1 M18 5/8 Rod .102 0 .000 - 0 6.702 21.6 27 1.75 .6 HI-1 19 1 M19 5/8 Rod .102 0 1 .000 0 6.702 21.6 27 11.75 .6 H 1 -1 20 1 1 M20 5/8 Rod .046 0 .000 1 0 16.702 21.6 27 1.75 .6 H2 -1 21 1 M21 5/8 Rod .350 0 .000 0 16.702 21.6 27 1.75 .6 HI-1 22 1 M22 5/8 Rod .123 0 .000 0 6.702 21.6 27 1.75 .6 H2 -1 23 1 M23 5/8 Rod .601 0 .000 0 6.702 21.6 27 1.75 .6 H1-1 24 1 M24 5/8 Rod .200 0 .000 0 6.702 21.6 27 " 1.75 .6 H2 -1 25 1 1 M25 5/8 Rod .842 0 .000 0 6.702 21.6 27 1.75 .6 H1-1I 26 1 M26 5/8 Rod .276 0 .000 0 6.702 1 21.6 27 1.75 .6 H2 -1 27 1 M27 L1.25X1.25X3 .385 0 .000 0 13.528 21.6 - Cod... 28 1 M28 L1.25X1.25X3 .251 0 .000 0 13.528 21.6 - Cod... 29 1 M29 L1.25X1.25X3 .473 0 .000 0 13.528 21.6 - Cod ... 30 1 M30' ` L1.25X1.25X3 .306 0 ' .000 0 13.528 21.6 - Cod ... 31 1 M31 L1.25X1.25X3 .550 0 .000 0 13.528 21.6 - Cod ... 32 1 1 M32 _ L1.25X1.25X3 .354 0 ; .000 0 13.528 1 21.6 - Cod::. 33 1 M33 L1.25X1.25X3 .669 0 .000 0 13.528 21.6 - Cod ... 34 1' M34 L1.25X1.25X3 .029 0 :000 0 " 13.528 21.6 - Cod... 35 1 M1 L1.25X1.25X3 .711 0 .000 0 6.314 21.6 - Cod ... 36 1 M2 ' L1.25X1.25X3 .711 0 - .000 0 6.314 21.6 - Cod:.. Material Takeoff AAof -; I Q;,c 1AI-;-kfrl Ql 1 Hot Rolled Steel 2 A36'` 5/8 Rod 16 - 31.1 32.5 3 A36 L1.25X1.25X3 18 37.4 55.2 4 A36 LL1.5x1.5x3x5 1 30 107.7 5 A36 LL2X2.5X3X6 1 35.3 194.5 6 Total HR Steel 36 133.7 T 389.8 " RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 16 Company Teton Structural Engineers Designer Michael Job Number: 204333 Paul Mitchell 20K Feb 4, 2005 10:56 AM Checked By: Solution Warning Log Message No Data to Print ... RISA -2D Version 6.0 [F:\2004 TSE PC\204333 Paul Michell \36'BarJoist.r2d] Page 17 o / o CN 12,100 \� .z r SQ. F f i _ d !. di z rK m f- c s n c a n SHEET °! Into EcT No. 04084 PIONEER VILLAGE FUTURES C - 6 Z_., DATE: OCTOBER 2004 _1yt• hies] & Associates DESIGNED BY: DRAMT! BY: �-+ OF WATER PLAN No. aF U ° NO, DESCRIPTION REV. BY aKD. BY DATE REVISIONS TO DRAWINGS K. ROUND CHECKED BY: J. CROFT A P OVID BY: ENGINEERING- PLANNING • LAND SURVEYING S4 Is IDAHO o U Thh docamont or any part th—f In dotal Schha ! A"DOW- and eh." rat ba copbd In any form aitfiout 4he wrHten autho:izatbn of Sohl.. h K. ROUND HORIZONTAL SCALE P. SCORESBY VERTICAL SCALE Idaho Fails 522 -1244 Rexburg 356 -6092 REV. 1. Paper towel dispenser #0210 by A.S.I. Refer to interior elevations for exact location. 2. Waste recepticle #0828 by A.S.I. Refer to interior elevations for exact location. 3. Soap dispenser with 6' long spout and high rise stem for clearance with sink, #0332 -D by A5.1. 4. Toilet paper holder #0030 by A.S.I. 5. Sanitary napkin vendor and disposal, #0864 and #0472 by A.S.I. 6, Plastic Laminate Toilet partition or urinal screen, floor mounted overhead braced. General Contractor to provide shop drawings for review. Color and finish to be determined. Provide loop or U- shaped hardware as required. 7. 36' grab bars, #3501 -01. 8. 42' grab bars, #3501 -01. 9. Water closet #2234.015 by American Standard, vitreous china, floor mounted, elongated bowl, siphon jet. Provide Sloan royal #1111.05 G•PF Rush valve and Beneke #523 Heavy duty elongated open front seat. 10. H.G. Water closet #3043.102 by Amer Stand., vitreous china, floor mounted, elongated bowl, siphon jet. Provide Sloan royal #1111.6 GPF Flush valve and Beneke #523 Heavy duty elongated open front seat. Rim height at 17 AF:.F. 11. Urinal by American Standard #6541132, vitreous china, wall mounted, elongated rim, siphon jet, mount- rim at 17 A.F.F. Provide Sloan royal #186 -1 1.0 GPF. 12. Lavatory #K- 2602 -S 'Rythrri' by Kohler- Satin finish, undercounter, flat rim. Provide American -Standard #2385.130 5 GPM faucet with temperature limit stops set at 110 F. 13. Floor mounted mop sink #7741.000 by American Standard, with black vinyl rim guard #7745.811 and faucet #8344.111. 14. Floor drain #2005 -B by J.R. Smith, cast iron body with 4' square nickel bronze strainer head. Slope floor to drain per plan, 1/4' per 17. 15. 12' deep shelving with stainless steel finish. Shelf brackets by others. Refer to detail sheet A7.0. 16. Erasable white boards in wood frame, wall mounted. 1. Dimensions are to face of stud at new walls, unless otherwise noted. Dimensions at existing walls are to face of existing finish. 2. Contact architect with any discrepancies in dimensions. 3. Al materials shall be new, unless otherwise noted. 4. A] fixtures to be provided with accessible shut off valves. 5. Seismic gas shut off valve to be installed on each fuel gas line. 6. General contractor shall guarantee all plumbing materials and workmanship free from defects for a period of 1 year from date of acceptance. Correction of any defects shall be completed without additional charge and shall include replacement or repair 105 06 707 108 O O of any other phase of the installation required. 200 BROOKS STREET 110 711 LACUNA BFACH, CALIFORNIA 92651 7. General contractor to provide solid wood backing for all toilet T: 949.376.3076 F. 949.376.3076 17 Kitchenette, provide stub outs as required. Refer to interior elevations for cabinet drawings. 18. 24" deep cabinets with knee space. Refer to interior elevations for cabinet drawings. Continuous stainless countertop. 19. 20. Kitchen sink, self rimming, stainless #K- 3348 -4 by Kohler. Provide goosneck faucet #7501.170 by American Standard, provide garbage disposal. 21. Dishwasher, owner furnished contractor installed. 22- Refrigerator space, provide water for icemaker. Provide water shut off valve at adjacent cabinet, owner furnished contractor installed. 23. Rollup counter door with integral frame and sill, hand crank, powder coat finish to match window frames, by "Cornell Ironworks or equal, phone: 800.233.8366, refer to interior elevations. 24. Electric water cooler #PLF6WMQ5L by Oasis. split level, dual fountains, wall rrtd. and barrier free, front and side touch pads, 115V, 6.2 amps, 460 W 1/5 Horsepower motor. 25. Wall mounted display shelving, owner provided. General contractor to provide solid wood backing between studs as required. Refer to interior elevations. 26. Free standing shampoo station bowl by others. Verify exact plumbing layout with attached detail. Owner furnished, Contractor to install. 27. Parisian bar sink #7075.403 with strainer #4320.024, provide gooseneck faucet 147501170. 28. Washer, owner furnished contractor to install. 29. Dryer, owner furnished contractor to install. Verify gas requirements with selected manufacturer. 30. Existing location of electrical panel to remain. 31. Wood Framed Partitions for Changing room enclosures. Refer to interior elevations. 32. Owner supplied, owner installed furnishings, verify solid wood backing requirements prior to drywall installation. 33. Framed images by others, provide solid wood backing as read 34. Millwork by general contractor, refer to interior elevations. 35. Rollup counter door with integral frame and sill, hand crank. powder coat finish to match window frames, by "Cornell Ironworks or equal, phone: 800.233.8366, refer to interior elevations. 36. Low wall with wood cap. 37. Vending machine per owners selection. Verify power requirements and location. 38. File cabinets provided by owners. 3.9. 12' high raised platform with 'Pergo' wood flooring. 40. Continuous, frameless, wall- mounted mirrors. Too of height to match door casing height. 41. 42. Gutting stations by others. Refer to electrical for power requirements and location. 43. Reception chairs by others. 44. Reception desk by others. 45. Nail tables by others. 46. Pedicure chairs by others. Verify exact plumbing and electrical requirements wt.. selected manufacturer. 47. Esty table by others. Verify exact electrical requirements with selected manufacturer. 48. Classroom chairs and tables by others. 49. Wall mounted standard Accessible signage with corresponding grade II braille to be located on latch side of door, clear of door swing. Mount of 60" to centerline of sign from flocr. 50. Door mounted standard Accessible signage. Mount at 60" to centerline of sign from floor. Provide a contrasting colored 114' thick, 17 equilateral triangle on men's restroom door and a 1/4' thick, contrasting colored 17 diameter circle on the women's restroom door. 51. Mechanical doors. Refer to door schedule for specificatons. 52. Wood closet doors. Refer to door schedule for specifications. GENERAL NOTES accessories and millwork to be mounted on any gyp. board wall. 8. Finish floor material transitions to occur under door, u.n.o. NEW 6" METAL STUD FRAMED WALL WITH 5/8' GYPSUM WALL BOARD EACH SIDE. STUDS TO BE 25 GAUGE Q 16' O.G., U.N.O. NEW 3 5/8' METAL STUD FRAMED WALL WITH 5/8" GYPSUM WALL BOARD EACH SIDE. STUDS TO BE 25 GAUGE 0 16 O.G. UNLESS NOTED OTHERWISE. EXISTING WALL TO REMAIN, REFINISH AS REQUIRED PER FINISH SCHEDULE. EXISTING WALL TO BE REMOVED, REFINISH AS REQUIRED PER FINISH -SCHEDULE, REFER TO PLAN FOR WALL TYPE. PAUL MITCHELL PARTNER SCHOOL REXBURG, IDAHO NORTH 2ND E, REXBURG, IDAHO POWELL DUDLEY FRITH ARCHITECTS A3.0